Fluid Mechanics - Siphon, Highway, and Transportation Engineering Syllabus

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Explore the syllabus and examples of fluid mechanics, including properties of fluids, Bernoulli's equation, flow in pipelines, and siphon devices. References and practical applications are also provided.

  • Fluid Mechanics
  • Syllabus
  • Engineering
  • Transportation
  • Highway

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  1. Fluid Mechanics The Siphon Highway and Transportation Engineering Mustansiriyah University Second Year 2021-2022 Asst. Prof. Nidaa A. Jasim Dr. Rana Amir Yousif

  2. Syllabus: Introduction: Properties of fluids Archimedes theory. Atmosphere and gage pressure, measuring the fluid pressure on a point Calculating the fluid force on gates, dams. Forces consideration in fluids on inclined surfaces. Fluids in motion (Continuity & Bernoullis equations). Flow in pipeline (pressure, velocity, head). Methods for connecting the pipelines. Classification of channels at roads

  3. References Fluid mechanics, Victor L. Streeter E. Bemjamin Wylie 7th edition ,Mc Graw Hill, 1979. Fluid Mechanics with Applications ANTHONY ESPOSITO Prentice Hall-1998

  4. The Siphon It is a device that is used to cause a liquid to flow from one container in an upward direction downward in to a second. as shown in fig.9. Point 1 lies in the free surface in the container. Point 2 lies in the U-tube at its highest elevation. Point 3 lies in the U-tube at the lowest elevation The output at 3 is a free jet. If we apply Bernoullis eq. for pointe 1 &3 P1=P3, v1 0 , Z1-Z3=h, so V3= 2? Fig.9 So P2= (Z1-Z2)+ (-v22/2g) Q3 =A3v3

  5. Example 9 Water is siphoned from a large storage tank through 50 mm diameter hose(fig.10). Find the maximum height H of a building over which the water can be siphoned? Solution: ?+? 12 V3= 2? V3= 2 9.8 3 =7.67 m/s V2=V3 ? 1 ?+? 12 ? 0+ 0+ 3= -98.66 1000 9800 H = 10.06 M If P2= (-98.66) KPa ? 32 2?+ Z3 ? 1 2?+ Z1 =?3 ?+ ? 22 2?+ Z2 + 2?+ Z1 =? 2 7.67^2 2 9.8+ H Fig.10

  6. Example 10 The siphon in fig.11 is filled with water and discharged at 150 L/s, find the velocity in pipe, and the pressure at point 2? Solution: Q=V*A V= .15/ 0.22* 4 = 4.777 m/s ? 1 ?+? 12 ? 22 2?+ Z2 2?+ Z1 =?2 ?+ Fig.11 ? + 4.772 0+ 0+ 0 =?2 2 9.8+ 2 P = 31010.03 Pa

  7. Example 11 Water is flowing upward through the pipeline (fig.12) ,a manometer measures the pressure difference p1-p1. Find the volume of flow rate? Solution: P2+ 9800*1.00 + 13.6 *9800*0.15 9800 * 0.350 = P1 P1-P2=26370 pa Z1+? 12 ? A1V1=A2V2 V2=A1V1/A2 ? = Z2 +? 22 2?+? 1 2?+? 2 Fig.12

  8. =(400 150) 2*v1=7.11 v1 ? 2 2 ? 12 2? 7.11? 1 2 9.81 49.6? 1 2 19.6 V1=0.89 m/s Q1=A1v1=? = (Z1-Z2) + (P1-P2)/ 2 ? 1 2 = - (1-0.2) + 26370 9800 = - 0.8+2.69=1.89 m 4(0.4)2*0.86=0.108 m3/s

  9. Thanks For Attention

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